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The article analyzes constructions with a frame from straight or curved rods
creating orthogonal net, the cells of which are filled with slab materials vulnerable to shear.
For computer calculation the method of deformation integral module and the strength criteria
for elements in complex stress state are used. Calculation preconditions and basic correlations
are provided.
Keywords: ribbed wooden structures; anisotropic sheathings; stress-strain state. |
full paper (pdf, 1216 Kb)